Conventional foundation making takes a long time and also costs a lot. By using piles, the foundation will be completed in a very short time. The piles will be staked until it hits the hard ground. Prior to erection, it is better to do sondir first to determine the depth of the hard soil. Piling can be done using a Drop Hammer or Jack Pilling System.
Product Spesification :
Length
3 m & 6 m for non-prestressed. For prestressed: as required
Weight
Δ 28.28 = 83 kg/m | ∅ 20.20 = 94 kg/m | ∅ 25.25 = 147 kg/m
Concrete Quality
K-450 (non-prestressed) & K-500 (prestressed)
Reinforcement Spiral
5 mm (0.2 mm tolerance)
Carrying Capacity
Δ 28.28 (D13 = 30 ton) | ∅ 20.20 (D13 = 35 ton) | ∅ 25.25 (D16 = 45 ton)
Joint
Piling head plate with welded spliced
Erection System
1. Drop Hammer 2. Jacked Piling System
Head of the Pile
Made pressed and welded to the main reinforcement to become more monolithic
Pile Installation Can Be Done in 2 Ways :
Drop Hammer
Hydraulic Jacked Pilling
Drop Hammer System
Drop Height
0.5 – 1 m
Hammer Weight
1,500 kg
Hydraulic Jacked Pilling System
Ultimate Compressive Strength
Design Carrying Capacity
Middle
End
Middle
End
JIP 80 ; Compressive Capacity (ton)
80
48
40
24
JIP 120 ; Compressive Capacity (ton)
120
72
60
36
JIP 240 ; Compressive Capacity (ton)
240
144
120
72
Pile Spesification :
Non Prestressed
Type
Size (cm²)
Area (cm²)
Weight (kg/m’)
Allowed Strength (ton)
Ultimate Strength (ton)
Strong Support (ton)
Allowed Moment (ton)
Ultimate Moment (ton)
Tensile Strength (ton)
Reinforcement Strand (inch)
Triangle
28 × 28
339,5
83
59,5
81
32
0,15
0,79
15,93
3D 13
Square
20 × 20
400
96
72,05
97,08
37
0,29
1,55
21,24
4D 13
Square
25 × 25 A
625
150
100,63
143,90
40
0,57
2.09
21,24
4D 13
Square
25 × 25 B
625
150
111,56
150,90
45
0,57
3
32,17
4D 16
Prestressed
Type
Size (cm²)
Area (cm²)
Weight (kg/m’)
Allowed Strength (ton)
Ultimate Strength (ton)
Strong Support (ton)
Allowed Moment (ton)
Ultimate Moment (ton)
Tensile Strength (ton)
Reinforcement Strand (inch)
Square
15 × 15
225
54
31,76
51,9
15
0,10
0,45
0,75
4 × 5
Square
25 × 25
625
150
82,51
137,08
50
1,19
2,74
14,63
4 × 7
Square
30 × 30
900
216
124,59
201,80
60 – 85
2,29
4,88
25,69
4 ST 3/8
Square
35 × 35 A
1.225
294
170,95
278
110
3,09
5,71
25,69
4 ST 3/8
Square
35 × 35 B
1.225
294
165,50
270
115
4,30
9,66
46,08
5 ST 3/8
Square
40 × 40
1.600
384
215,81
345,40
120 – 145
5,46
11,31
46,08
4 ST 1/2
